Village of Airport Drive, MO
Jasper County
By using eCode360 you agree to be legally bound by the Terms of Use. If you do not agree to the Terms of Use, please do not use eCode360.
Table of Contents
Table of Contents
[CC 1995 §46.010]
Unless the context specifically indicates otherwise, the meaning of terms used in this Chapter shall be as follows:
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 U.S.C. 1251, et seq.
The quantity of oxygen utilized in the biochemic oxidation of organic matter under standard laboratory procedure in five (5) days at twenty degrees Centigrade (20°C), expressed in milligrams per liter. (The test procedure shall not use nitrification inhibitors.)
That part of the lowest horizontal piping of a drainage system which receives the discharge from soil, waste and other drainage pipes inside the walls of the building and conveys it to the building sewer, beginning five (5) feet (1.5 meters) outside the inner face of the building wall.
The designated inspection official of the Village or his/her authorized representative.
The extension from the building drain to the public sewer or other place of disposal.
A sewer receiving both surface runoff and sewage.
The water discharged from any use such as air-conditioning, cooling or refrigeration or to which the pollutant added is heat.
The discharge of treated or untreated sewage directly to the waters of the State of Missouri.
Solid wastes from the domestic and commercial preparation, cooking and dispensing of food and from the handling, storage and sale of produce.
A sample which is taken from a waste stream on a one-time basis with no regard to the flow in the waste stream and without consideration of time.
The liquid wastes from industrial manufacturing processes, trade or business as distinct from sanitary sewage.
The inhibition or disruption of the publicly owned treatment processes or operations which causes or significantly contributes to a violation of any requirement of the NPDES permit of the City of Carl Junction, Missouri.
Any outlet into a watercourse, pond, ditch, lake or other body of surface or groundwater.
The logarithm of the reciprocal of the weight of hydrogen ions in gram per liter of solution.
Any individual, firm, company, association, society, corporation or group.
Any dredged soil, waste, incinerator residue, sewage, garbage, sewage sludge, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discharged equipment, rock, sand, cellular dirt and industrial, municipal and agricultural waste discharged into sanitary sewers.
Parts per million, the concentration of a material in pounds per million pounds of water (one (1) ppm equals one (1) milligram/liter (mg/l)).
A self-contained system which provides both treatment and disposal of sewage on an individual lot.
The wastes from the preparation, cooking and dispensing of food that have been shredded to such a degree that all particles will be carried freely under the flow conditions normally prevailing in public sewers, with no particle greater than one-half (½) inch (1.27 centimeters) in any dimension.
A sewer in which all owners of abutting properties have equal rights and is controlled by public authority.
Any natural watercourse into which water treatment plant effluent, combined sewer overflow or stormwater is discharged.
A sewer which carries sewage and to which storm, surface and ground water are not intentionally admitted.
A combination of the water-carried wastes from residences, business buildings, institutions and industrial establishments, together with such ground, surface and stormwaters as may be present.
Any arrangement of devices and structures used for treating sewage.
All facilities for collecting, pumping, treating and disposing of sewage.
A pipe or conduit for carrying sewage.
Is mandatory; MAY: Is permissive.
Any discharge of water, sewage or industrial waste which in concentration of any given constituent or in quantity of flow exceeds for any period of duration longer than fifteen (15) minutes more than five (5) times the average twenty-four (24) hour concentration of flows during normal operation.
A sewer which carries storm and surface waters and drainage, but excludes sewage and industrial wastes, other than unpolluted cooling water.
A sewer which carries storm and surface waters and drainage, but excludes wastes or sewage and industrial waste, other than non-contact cooling water.
The Superintendent of Sewage Works and/or Water Pollution Control of the City of Carl Junction or his/her authorized deputy, agent or representative.
Solids that either float on the surface of, or are in suspension in water, sewage, or other liquids, and which are removable by laboratory filtering.
A channel in which a flow of water occurs, either continuously or intermittently.
[CC 1995 §§46.020 — 46.050]
It shall be unlawful for any person to place, deposit or permit to be deposited in any unsanitary manner on public or private property within the Village of Airport Drive, or in any area under the jurisdiction of said Village, any human or animal excrement, garbage or other objectionable waste.
It shall be unlawful to discharge to any natural outlet within the Village of Airport Drive, or in any area under the jurisdiction of said Village, any sewage or other pollutant, except where suitable treatment has been provided in accordance with subsequent provisions of this Chapter.
Except as hereinafter provided, it shall be unlawful to construct or maintain any privy, privy vault, septic tank, cesspool or other facility intended or used for the disposal of sewage.
The owner of all houses, buildings or properties used for human occupancy, employment, recreations or other purposes, which generate sewage, situated within the Village and abutting on any street, alley or right-of-way in which there is now located, or may in the future be located, a public sanitary or combined sewer of the Village, is hereby required at his/her expense to install suitable toilet facilities therein and to connect such facilities directly with the proper public sewer in accordance with the provisions of this Chapter within ninety (90) days after date of official notice to do so, provided that said public sewer is within one hundred (100) feet of the property line and all appropriate sewer easements are provided as necessary to the Village.
[CC 1995 §§46.060 — 46.130]
Where a public sanitary or combined sewer is not available under the provisions of Section 700.020(D), the building sewer shall be connected to a private sewage disposal system complying with the provisions of this Chapter.
Before commencement of construction or reconstruction of a private sewage disposal system, the owner shall first obtain a written permit signed by the Building Official. The application for such permit shall be made on a form furnished by the Village, which the applicant shall supplement by any plans, specifications and other information as are deemed necessary by the Building Official. A permit and inspection fee of ten dollars ($10.00) for a residential or commercial building sewer permit and twenty dollars ($20.00) for an industrial sewer permit shall be paid to the Village at the time the application is filed.
A permit for a private sewage disposal system shall not become effective until the installation is completed to the satisfaction of the Building Official. He/she shall be allowed to inspect the work at any stage of construction and, in any event, the applicant for the permit shall notify the Building Official when the work is ready for final inspection and before any underground portions are covered. The inspection shall be made within forty-eight (48) hours of the receipt of notice by the Building Official.
The type, capacities, location and layout of private sewage disposal system shall comply with the applicable portions of Chapters 644 and 701, RSMo. The Jasper County Health Officer shall be the inspector for Airport Drive with his/her findings and recommendations enforced by the Board of Trustees of the Village.
At such time as a public sewer becomes available to a property served by a private sewage disposal system as provided in Section 700.020(D), a direct connection shall be made to the public sewer in compliance with this Chapter and any septic tanks, cesspools and similar private sewage disposal facilities shall be abandoned and filled with suitable material.
The owner shall operate and maintain the private sewage disposal facilities in a sanitary manner at all times, at no expense to the Village.
No statement contained in this Chapter shall be construed to interfere with any additional requirements that may be imposed by the Village Building Official.
When a public sewer becomes available, the building sewer shall be connected to said sewer within ninety (90) days and the private sewage disposal system shall be cleaned of sludge and filled with clean bank-run gravel or dirt.
[CC 1995 §§46.140 — 46.240]
No unauthorized person shall uncover, make any connections with or opening into, use, alter or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the Building Official.
There shall be two (2) classes of building sewer permits:
For residential and commercial service, and
For service to establishments producing industrial wastes.
In either case, the owner or his/her agent shall make application on a special form furnished by the Village. The permit application shall be supplemented by any plans, specifications or other information considered pertinent in the judgment of the Building Official. A permit and inspection fee of twenty-five dollars ($25.00) for a residential or commercial building sewer permit and fifty dollars ($50.00) for an institutional or industrial building sewer permit shall be paid to the Village at the time the application is filed.
All costs and expenses incident to the installation and connection of the building sewer shall be borne by the owner. The owner shall indemnify the Village from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer.
A separate and independent building sewer shall be provided for every building; except where one building stands at the rear of another on an interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, courtyard or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as one (1) building sewer.
Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the Building Official, to meet all requirements of this Chapter.
The size, slope, alignment, materials of construction of a building sewer and the methods to be used in excavating, placing of the pipe, jointing, testing and backfilling the trench shall all conform to the requirements of the Building and Plumbing Code and other applicable rules and regulations of the Village. The building sewer shall be vitrified clay, ductile or cast iron or polyvinyl chloride (PVC) having a thickness no less than that of SDR 26 class pipe.
Whenever possible, the building sewer shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewer carried by such building drain shall be lifted by an approved means and discharged to the building sewer.
No person shall make connection of roof downspouts, interior and exterior foundation drains, areaway drains, or other sources of surface runoff or ground water to a building sewer or building drain which in turn is connected directly or indirectly to a public sanitary sewer.
The connection of the building sewer into the public sewer shall conform to the requirements of the Building and Plumbing Codes or other applicable rules and regulations of the Village. All such connections shall be made gastight and watertight. Any deviation from the prescribed procedures and materials must be approved by the Building Official before installation.
The applicant for the building sewer permit shall notify the Building Official when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the Building Official or his/her representative.
All excavations for building sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the Village.
[CC 1995 §§46.250 — 46.350]
No person shall discharge any stormwater, surface water, ground water, roof runoff, subsurface drainage, including interior and exterior foundation drains, uncontaminated cooling water or unpolluted industrial process water to any sanitary sewer.
Stormwater and all other unpolluted drainage shall be discharged to such sewers as are specifically designate as storm sewers or to a natural outlet approved by the Building Official and State of Missouri, Department of Natural Resources (MDNR). Industrial cooling water or unpolluted process waters may be discharged, on approval of the Building Official and MDNR, to a storm sewer or natural outlet.
No person shall discharge or cause to be discharged any of the following described waters or wastes to any public sewers:
Any liquids, solids or gases which by reason of their nature or quantity are or may be sufficient either alone or by interaction with other substances to cause fire or explosion or be injurious in any other way to the sewage works or to the operation of the sewage works. At no time shall two (2) successive readings on an explosion hazard meter, at the point of discharge into the system (or at any point in the system), be more than five percent (5%) nor any single reading over ten percent (10%) of the lower explosive limit (LEL) of the meter. Prohibited materials include, but are not limited to, gasoline, kerosene, benzene, naphtha, toluene, zylene, ethers, alcohols, ketones, aldehydes, peroxides, chlorates, perchlorates, bromates, carbides, hydrides and sulfides and any other substances which the Village, the MDNR or the Environmental Protection Agency (EPA) has notified the user is a fire hazard or a hazard to the system.
Any waters or wastes containing toxic or poisonous solids, liquids or gases in sufficient quantity, ether singly or by interaction with other wastes, to injure or interfere with any sewage treatment process, to constitute a hazard to humans or animals, to create public nuisance, to create any hazard in the receiving waters of the sewage treatment plant, or to exceed limitation set forth in a pretreatment standard including, but not limited to, cyanides in excess of two (2) mg/l as CN in the wastes as discharged to the public sewer. A toxic pollutant shall include, but not be limited to, any pollutant identified pursuant to Section 307(a) of the Act.
Any waters or wastes having a pH lower than five and one-half (5.5) or exceeding nine and one half (9.5) or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewage works.
Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in sewers or other interference with the proper operation of the sewage works such as, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshings, entrails and paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
Any waters or wastes having:
A five (5) day BOD greater than two hundred fifty (250) parts per million by weight;
Containing more than three hundred (300) parts per million by weight of suspended solids; or
Having an average daily flow greater than two percent (2%) of the average sewage flow of the Village, shall be subject to the review of the Building Official and Superintendent. Where necessary in the opinion of the Superintendent, the owner shall provide, at his/her expense, such preliminary treatment as may be necessary to:
Reduce the biochemical oxygen demand to two hundred fifty (250) parts per million by weight,
Reduce the suspended solids to three hundred (300) parts per million by weight, or
Control the quantities and rates of discharge of such waters or wastes.
Plans, specifications and any other pertinent information relating to proposed preliminary treatment facilities shall be submitted for the approval of the Superintendent and no construction of such facilities shall be commenced until said approvals are obtained in writing.
No person shall discharge or cause to be discharged the following described substances, materials, waters or wastes if it appears likely in the opinion of the Building Official and Superintendent that such wastes can harm either the sewers, sewage treatment process or equipment, cause the City of Carl Junction, Missouri, to violate its NPDES permit, have an adverse effect on the receiving stream or can otherwise endanger life, limb, public property or constitute a nuisance. In forming his/her opinion as to the acceptability of these wastes, the Building Official and Superintendent will give consideration to such factors as the quantities of subject wastes in relation to flows and velocities in the sewers, materials of construction of the sewers, nature of the sewage treatment process, capacity of the sewage treatment plant, degree of treatability of wastes in the sewage treatment plant and other pertinent factors. The substances prohibited are:
Any liquid or vapor having a temperature higher than one hundred fifty degrees Fahrenheit (150°F)(sixty-five degrees Celsius (65°C)) at the point before entering the public sewer or any sewage having a temperature which will result in a waste with a temperature at the introduction into the sewage works which exceeds one hundred four degrees Fahrenheit (104°F)(forty degrees Celsius (40°C)) or which cause interference at the sewage treatment plant.
Any water or waste containing fats, wax, grease or oils, whether emulsified or not, in excess of one hundred (100) mg/l or containing substances which may solidify or become viscous at temperatures between thirty-two degrees Fahrenheit (32°F) and one hundred fifty degrees Fahrenheit (150°F) (zero (0) and sixty-five degrees Celsius (65°C)).
Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of three-fourths (¾) horsepower (0.76 hp metric) or greater shall be subject to the review and approval of the Superintendent.
Any waters or wastes containing strong acid iron pickling wastes or concentrated plating solutions whether neutralized or not.
Any waters or wastes containing iron, chromium, copper, zinc and similar objectionable or toxic substances; or wastes exerting an excessive chlorine requirement to such degree that any such material received in the composite sewage at the sewage treatment works exceeds the limits established by the Superintendent for such materials.
Any waters or wastes containing phenols or other taste- or odor-producing substances in such concentrations exceeding limits which may be established by the Superintendent as necessary, after treatment of the composite sewage, to meet the requirements of State, Federal or other public agencies of jurisdiction for such discharge to the receiving waters.
Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the Superintendent in compliance with applicable State or Federal regulations.
Materials which exert or cause:
Unusual concentration of inert suspended solids (such as, but not limited to, Fuller's earth, lime slurries and lime residues) or of dissolved solids (such as, but not limited to, sodium chloride or sodium sulfate).
Excessive discoloration (such as, but not limited to, dye wastes and vegetable tanning solutions).
Unusual BOD, chemical oxygen demand, or chlorine requirements in such quantities as to constitute significant load on the sewage treatment works.
Unusual volume of flow or concentrate of wastes constituting "slugs" as defined herein.
Waters or wastes containing substances which are not amenable to treatment or reduction by the sewage treatment processes employed or are amenable to treatment only to such degree that the sewage treatment plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters such as NPDES permit requirements.
If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters or wastes contain the substances or possess the characteristic enumerated in this Chapter and which in the judgment of the Building Official may have deleterious effect upon the sewage works, processes, equipment or receiving waters or which otherwise create a hazard to life or constitute a public nuisance, the Building Official may:
Reject the wastes; or
Require, at the owner's expense, pretreatment facilities to reduce objectionable characteristics or constituents to within the maximum limits provided in Subsection (D) of this Section and/or Federal or State pretreatment standards; and/or
Require control over the quantities and rates of discharge by developing discharge limitations; and/or
Require payment to cover the added cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of Section 700.050(J).
If the Building Official permits the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to the review and approval of the Building Official and subject to the requirements of all applicable codes, ordinances and laws.
Grease, oil, and sand interceptors shall be provided when, in the opinion of the Building Official, they are necessary for the proper handling of liquid waste containing grease in excessive amounts or any flammable waste, sand, or other harmful ingredients, except that such interceptors shall not be required for private living quarters or dwelling units. All interceptors shall be of a type and capacity approved by the Building Official and shall be located as to be readily and easily accessible for cleaning and inspection. As a condition of the issuance of the annual business license for any such business within the Village, the owner and/or lessee or person in possession of such premises shall provide the certification by licensed plumber of the existence and proper operation of such interceptor. Any such business which shall, after notice, fail to provide such certification, will be in violation of Section 700.080 of this Code and subject to penalties as provided in Section 100.220 of this Code, including suspension of business license.
[Ord. No. 15-15 §1, 7-23-2015]
Where preliminary treatment or flow-equalizing facilities are provided for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at his/her expense.
When required by the Building Official, the owner of any property serviced by a building sewer carrying industrial wastes shall install a suitable control manhole together with such necessary meters and other appurtenances in the building sewer to facilitate observation, sampling and measurement of the wastes. Such manhole, when required, shall be accessible and safely located and shall be constructed in accordance with plans approved by the Building Official. The manhole shall be installed by the owner at his/her expense and shall be maintained by him/her so as to be safe and accessible at all times.
All measurements, tests and analysis of the characteristics of waters and wastes to which reference is made in this Chapter shall be determined in accordance with the latest edition of "Standard Methods for the Examination of Water and Wastewater" published jointly by the American Public Heath Association, the American Water Works Association and the Water Pollution Control Federation and shall be determined at the control manhole provided or upon suitable samples taken at said control manhole. In the event that no special manhole has been required, the control manhole shall be considered to be the nearest downstream manhole in the public sewer to the point at which the building sewer is connected. Sampling shall be carried out by customarily accepted methods to reflect the effect of constituents upon the sewage works and to determine the existence of hazards to life, limb and property. (The particular analysis involved will determine whether a twenty-four (24) hour composite of all outfalls of a premises is appropriate or whether a grab sample or samples should be taken. Normally, but not always, BOD and suspended solids analyses are obtained from twenty-four (24) hour composites of all outfalls whereas pHs are determined from periodic grab samples.)
No statement contained in this Chapter shall be construed as preventing any special agreement or arrangement between the Village and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Village for treatment, subject to payment therefore, by the industrial concern.
Users shall provide necessary wastewater treatment as required to comply with all Federal Categorical Pretreatment Standards within the time limitations as specified by the Federal Pretreatment Regulations. Any State requirements and limitations on discharges shall apply to any case where they are more stringent than Federal requirements and limitations. Any facilities required to pretreat wastewater to a level acceptable to the Village shall be provided, operated and maintained at the user's expense. Detailed plans showing the pretreatment facilities and operating procedures shall be submitted to the Village for review and shall be acceptable to the Village before construction of the facility. The review of such plans and operating procedures will in no way relieve the user from the responsibility of modifying the facility as necessary to produce an effluent meeting Federal categorical pretreatment standards. Any subsequent changes in the pretreatment facilities or method of operation shall be deported to and be acceptable to the Village prior to the user's initiation of the changes.
[CC 1995 §46.360]
No unauthorized person shall maliciously, willfully or negligently break, damage, destroy, uncover, deface or tamper with any structure, appurtenance or equipment which is part of the sewage works. Any person violating this provision shall be subject to immediate arrest under charge of damaging public property.
[CC 1995 §§46.370 — 46.390]
The Building Official and other duly authorized representatives of the Village bearing proper credentials and identification shall be permitted to enter all properties for the purposes of inspection, observation, measurement, sampling and testing in accordance with the provision of this Chapter. The Building Official or his/her representatives shall have no authority to inquire into any processes including metallurgical, chemical, oil, refining, ceramic, paper or other industries beyond that point having a direct bearing on the kind and source of discharge to the sewers or waterways or facilities for waste treatment. The inspection shall require written notice to be given to the owner/occupant of the building at least ten (10) days prior to inspection, unless notice is waived by the owner/occupant or in case of emergency.
While performing the necessary work on private properties referred to in Subsection (A), the Building Official or duly authorized representatives of the Village shall observe all safety rules applicable to the premises established by the company and the company shall be held harmless for injury or death to the Village representative. The Village shall indemnify the company against loss or damage to its property by Village representatives and against liability claims and demands for personal injury or property damage asserted against the company and growing out of the gauging and sampling operation, except as such may be caused by negligence or failure of the company to maintain safe conditions as required in Section 700.050(H).
The Building Official and other duly authorizes representative of the Village bearing proper credentials and identification shall be permitted to enter all private properties through which the Village holds an easement for the purpose of, but not limited to, inspection, observation, measurement, sampling, repair and maintenance of any portion of the sewage works lying within said easement. All entry and subsequent work, if any, on said easement shall be done in full accordance with the terms of the easement pertaining to the private property involved.
[CC 1995 §§46.400 — 46.420]
Any person found to be violating any provision of this Chapter except Section 700.060 shall be served by the Village with written notice, stating the nature of the violation and providing a reasonable time limit for the satisfactory correction thereof. The offender shall, within the period of time stated in such notice, permanently cease all violations.
Any person who shall continue any violation beyond the time limit provided for in Subsection (A) shall be guilty of an ordinance violation and, on conviction thereof, shall be fined in the amount as specified in Section 100.220 of this Code. Each twenty-four (24) hour period in which any such violation shall continue shall be deemed a separate offense.
Any person violating any of the provisions of this Chapter shall become liable to the Village for any expense, loss or damage occasioned the Village by reason of such violation.
[CC 1995 §46.430]
This Chapter shall apply to the Village of Airport Drive, Missouri, and to persons outside the Village who are, by contract or agreement with the Village, users of the Village's sewage works. Except as otherwise provided within this Chapter, the Board of Trustees and/or its designated representative shall administer, implement and enforce the provisions of this Chapter.